Influence of crumb rubber and digestion time on the asphalt rubber binders

dc.contributor.authorNeto, Silvrano Adonias Dantas
dc.contributor.authorFarias, Márcio Muniz de
dc.contributor.authorPais, Jorge C.
dc.contributor.authorPereira, Paulo A. A.
dc.contributor.authorSousa, Jorge B.
dc.date.accessioned2007-11-27T16:44:45Z
dc.date.available2007-11-27T16:44:45Z
dc.date.issued2006
dc.description.abstractThis paper shows the results of a study about the mechanical behavior of dense graded asphalt-rubber hot mixes prepared with two different types of asphalt-rubber binders. These asphalt-rubber binders were obtained with penetration grade asphalt (AC 50/70) mixed with 21% and 25% of crumb rubber in weight. The rubber was recycled from unserviceable tires using the ambient grinding process. Hot mixes made with the conventional binder AC 50/70 were also studied for comparison. The mechanical behavior of hot mixes was evaluated through laboratory tests for fatigue life, permanent deformation and indirect tensile strength. The results showed that asphalt-rubber hot mixes presented better mechanical behavior for fatigue life and permanent deformation than those obtained with the straight binder.eng
dc.description.sponsorshipConselho Nacional de Desenvolvimento Científico e Tecnológico -Conselho Nacional de Desenvolvimento Científico e Tecnológico(undefined)por
dc.distributioninternationalpor
dc.identifier.citation"Road Materials and Pavement Design". ISSN 1468-0629. 7:2 2006) 131-148.eng
dc.identifier.doi10.1080/14680629.2006.9690030por
dc.identifier.issn1468-0629eng
dc.identifier.urihttps://hdl.handle.net/1822/7154
dc.language.isoengeng
dc.peerreviewedyeseng
dc.publisherÉditions Lavoisiereng
dc.relation.publisherversionwww.revuesonline.comeng
dc.rightsopenAccesseng
dc.subjectAsphalt-rubbereng
dc.subjectCrumb rubbereng
dc.subjectAsphalt hot mixeseng
dc.subjectAsphalt binderspor
dc.subjectRecycled rubberpor
dc.subject.wosScience & Technologypor
dc.titleInfluence of crumb rubber and digestion time on the asphalt rubber binderseng
dc.typearticlepor
dspace.entity.typePublicationen
oaire.citationEndPage148por
oaire.citationIssue2por
oaire.citationStartPage131por
oaire.citationVolume7por
sdum.journalRoad Materials and Pavement Designpor
sdum.number2eng
sdum.pagination131-148eng
sdum.publicationstatuspublishedeng
sdum.volume7eng

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